WQ0011677_Application_19951024

/.�'Ro
MEMO TO: State Review Group
FROM: Ricky Revels R4 te,�
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0011677
Misscellaneous Swr Ext
Sewer Extension - Public
- Town of Wadesboro
Anson County
Division of Environmental
Management
Fayetteville Regional
Office
11107195
Date
State Review Group Review
Engineer Rick Moore
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Anson County Regional Wastewater Treatment Plant
2) WWTP design capacity 3_5 MGD
3) NPDES Permit No.:- NCO041408 Expiration Date: 11130197
SOC EMC WQ No: 89-09 AdIII Expiration Date: 03131196
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 10194
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
1,500 GPD
domestic ; industrial other 100%
6) Volume from previously approved projects not yet tributary to
WWTP 7,200 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

�KEX88/MP
, ^
ii/87/95
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE i
PERMIT--NC004i408
`
`
PIPE--00i
REPORT
PERIOD:
900-9509
LOC---
E
TACILITY--AN%ON
CO
WWTP
DESIGN FLOW--
3.5008
CLASS--4
-OCATION--WADE%BORO
REGION/COUNTY--06
AN%ON
50050
003i0
00530
00610
316i6
50060
00300
TGP3B
IONTH
Q/MGD
BOD
RE%/T%%
NH3+NH4-
FEC COCI
CHLORINE
DO
CERI7DPF
'IMIT %_3.5O00
%
i8.00
% 3O.0
% 7.00
"
% i000.0
NOL %
5.00
NOL
P408
2.4645
2.08
12.9
.ii
2.0
568.333
8.65
i
'IMIT %
3.5000 %
24.00
% 30.0
% 16.00
% 1800.0
NOL %
5.00
NOL
?4/11
2.2366
2.14
15.3
.09
1.4
737.008
8.83
3
R402
2.2645
2.41
11.8
.16
.0
738.750
9.i7
'IMIT F
3.5000 F
24.08
F 30.0
F 16.00
F 200.0
NOL
NOL
NOL
15/01
2.7516
4.35
i3.2
.21
8.2
366.250
9.42
i
/5/02
2.8642
7.iO
17.0
.09
77.8
270.500
1O.15
15/03
2.4258
4.83
19.5
.30
17.4
402.i73
9.23
i
-IMIT F
3.5000 F
i8.00
F 30.0
F 7.00
F 280.0
NOL
NOL
NOL
y5/04
i.9533
4.57
2i.7
.i9
2.3
473.947
8.57
f5/05
1.9535
3.72
7.5
.12
26.6
376.08
8.40
f5/86
2.4466
3.72
ii.0
.25
i0.7
4ii.045
8.40
f5/07
i.874i
2.68
10.2
.44
6.2
363.000
8.27
f5/88
i.9833
2.01
9.i
.19
2.4
369.454
8.24
1
f5/09
2.1333
2.30
i0.0.
.16
6.4
449.258
8.20
AVERAGE
2.2792
3.49
43.2
.19
13.4
459.876
8.79
i
�AXIMUM
4.6800
ii.90
63.0
3.00
i3OOO.O
1455.000
ii.8O
3
IINIMUM
.9000 LE%%THAN
3.0
.03
LE%%THAN
80.000
7.60
i
lNIT
M�D
MG/L
MG/L
MG/L
4080ML
UG/L
MG/L
PA%%/FAI

GKEX88/MP
. '
11/07/95
COMPLIANCE
EVALUATION
ANALYSIS REPORT
PAGE 2
PERMIT--NC004i408
PIPE--00i
REPORT
PERIOD:
900-9509
LOC---
E
FACILITY--AN%ON
CO
WWTP
DESIGN FLOW--
3.5000
CLASS--4
LOCATION--WADE%BORO
REGION/COUNTY--06
AN%ON
000i0
00408
00600
08665
00720
0027
01034
0042
MONTH
TEMP
PH
TOTAL N
PHO%-TOT
CYANIDE
'
CADMIUM
CHROMIUM
COPPER
WIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
9400
-i8.8O
7.8-7.i
16.000
2.1000
.0003
.0000
.0202
.0355
-IMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
94/11
i7.05
7.8-7.2
i3.000
i.9000
.086
.0026
.0216
.0358
K02
13.50
7.9-7.0
17.780
2.3000
.0137
.0000
.068
.0162
-IMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
25/0
11.10
7.8-7.1
15.600
2.3000
.Oii0
.0000
.042
.0557
f5/02
12.i0
7.7-7.8
12.900
i.4000
.0056
.0270
.0080
.0922
f5/03
i5.60
7.6-6.9
17.400
2.4000
.067
.0222
.0080
.8350
-IMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
f5/04
17.63
7.6-7.0
i7.500
3.8000
.0042
.0042
.070
.0322
f5/05
20.68
7.6-7.3
13.600
3.4000
.0047
.0032
.0262
.0016
?5/06
23.50
7.4-6.9
23.900
380.0000
.0iiO
.0026
.0132
.0286
f5/07
26.25
7.3-6.6
3.280
3.2000
.0iO0
.0000
.0000
.0480
f5/08
26.13
7.9-6.9
i8.700
2.7200
.0128
.0068
.0452
.0542
?5/09
24.70
7.5-7.0
2.300
2.3000
.0i62
AVERAGE
18.92
------
14.316
33.9850
.0104
.0062
.0165
.0395
1AXIMUM
29.08
7.970
23.900
380.0000
.0520
.0540
.0600
.i350
IINIMUM
8.80
6.620
2.300
1.4000
.0020
.00i0
.0020
.004O
]NIT
DEG.0
%U
MG/L
MG/L
MG/L
MG/L
MG/L
MG/L

WEX88/MP
. .
ii/O7/95
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PAGE 3
PERMIT--#C0041408
PIPE--00i
REPORT PERIOD:
900-9509 LOC---
E
FACILITY--AN%ON
CO
WWTP
DESIGN FLOW--
3.5000
CLASS--4
LOCATION--WADE%BORO
REGION/COUNTY--06
AN%ON
0051
01067
01092
1ONTH
LEAD
NICKEL
ZINC
.
'
NOL
NOL
NOL
~
f4/10
- .0350
.Oi05
.2860
-IMIT
NOL
NOL
NOL
94/11
.0430
.0760
.1460
?4/12
.00O0
.0454
.0748
-IMIT
NOL
NOL
NOL
95/01
.8000'
.0230
.0920
f5/02
.0575
.1625
.1147
95/03
.0000
.0720
.0622
LIMIT
NOL
NOL
NOL
95/04
.0000
.2375
.8630
95/05
.0000
.0320
.2056
95/06
.0000
.0280
.0660
95/07
.0000
.i825
1.5257
95/08
.0i00
.0300
.0758
95/O9
AVERAGE
.032
.08i0
.2465
MAXIMUM
.2300
.6308
3.6790
MINIMUM
.0200
.0080
.0070
UNIT
MG/L
MG/L
MG/L

State of, North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
I M1.9AA
T41
IDEHNR
October 24, 1995
MR STEVE D. CARPENTER
ANSON COUNTY
907 WASHINGTON STREET
WADESBORO, NORTH CAROLINA 28170
Subject: Application No. WQ0011677
Miscellaneous Swr Ext
Sewers=Public
Anson County
- Tki—PRAMS 490NO—l"',
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 23, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Rick Moore at [phone] extension 527. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
Sincerely,
Carolyn D. Iv4c kill
Supervisor, State En ineering Review Groin
(TAU
cc: Fayetteville Regional Office
OCT ,aq IY95
Hobbs Upchurch &Associates
EjVMANgGEME FAMENT �
Pollution Prevention Pa��"'-�_ LE REG. OFFICE f
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(PHIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1.
Applicant (corporation, individual, or other):
County
of Anson
2.
Print Owners or Signing Official's Name
and Title
(the person who is legally
responsible for the facility and its compliance): Steve D. Carpenter, County Manager
3. Mailing Address: 907 Wasbin tton Street
City: Wadesboro State: NC Zip: 28170
Telephone No.: ( 7o4 ) 694-5986
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Miscellaneous Sewer Main Extensions
5. Application Date: _October 6. 1995 6. Fee Submitted: $ 40o _ oo
7. County where project is located: Anson
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): Je -10 k k (o I 7-
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4- Specify whether the applicant is g public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION- & PUMP STATION
PAGE 2 (4/91) 0 ,
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: % Domestic; x % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Commercial
3. Indicate any parameter. (and its concentration) that will be greater than normal domestic
levels:
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
5. Volume of wastewater generated by this project: 1,500 gallons per day
6. Explanation of how wastewater volume was determined: 60 E=Loup s "Pr
day at 25 gallons per day,26r to ee.
IV. DESIGN INFORMATION:
1. Brief project description:
ProUct is a gravity sewer extein^i^n to -n rVe
a new commercial user.
2. Name of wastewater treatment facility receiving wastewater. Anson County Regional wnp
a. Facility permit no.: Nc0041408
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Existing sewers downstream can adequately
acce t additional flow associated with this extension.
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8" 496 PVC 140 2.65 3-71 7-0 36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21 % to 35%;
b. 24 feet separation for slopes of 36% to 50%;
-c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer reach length between manholes: 386 linear feet.
6. This sewer line segment occurs between manhole no. 2 and manhole no. 3
7. Does the owner/operator have the ability to clean this length? _x Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes x No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: feet.
10. Identify (by manhole number) those manholes that have drop connections:
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91) ,
11. Maximum allowable infilt ation/exfiltration test rate: ___?no GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12.
13.
Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft horizontal separation from wells or other water supplies? g Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans):
16. Identify (by manhole number) those manholes that are vented:
L, Yes —No
g_ Yes —No
_Yes Z No
—Yes —No
_Yes —No
17. Does this project involve any stream crossings? _ yes z no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
• PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B. or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided? GPM
6. How many pumps are provided?
7. What is the maximum capacity of the pump station? GPD
8. What is the design total dynamic head? feet .
9. How many pumping cycles will occur at the design flow rate? cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes _ no
13. Is pump station subject to flooding? yes no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation:
Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes _ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

�
GRAVITY SEWER EXTENSION &PUMP STATION ,
4q'
PAGE 6 (4/91) r
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5 -
below and on the attached map segment:
Name of surface waters.
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest dowtslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this fort is completed and included with the submittal.
1. Applicant (corporation, individual, or other):
2. Name and Complete Address of Engineering Firm:
City: State: Zip:
Telephone No.
3. Project Name:
4. Pump station design flow: GPD; GPM
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters are located:
7. Map name and date:
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
10. Seal and Signature (specify date):
6 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4191)
1 Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 3800 Barrett Dr.. Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
704/2.51-6208 919/946-6481 919/733-2314
Avery
Buncombe
Bud=
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
HaWmon
Yancy
Jackson
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Wmston-Salem, NC 27106
9191761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Suny
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Beaufort
Bertie
Craven
Currituck
Dare
Gates
Hertford
Hyde
Jones
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional WQ Super
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander Mecklenburg
Cabanas
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
7 of 10

GRAVITY SEWER EXTENSIONS PUMP STATION t„
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL t
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if -
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
L An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A. ,
290 S.W. Broad Street
City:
Southern Pines
Telephone No. [phone]
Professional Engineer's Certification:
State: NC Zip: 28388
I, Eric T. Weatherly , attest that this application for Sanitary Sewer
gain Extension has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 14996
Print Name of Engineer Eric .T. Weatherly.
Seal and Signature (specify date):
'SEAT `
1a996
Applicant's Certification: r WEA;•
I, Steve D. Carpenter ,attest that this application for Sanitary Sewer
Main Extension
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. n nn• �
Signature - C Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP S`fATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY
NEW APPLICATIONS/
RENEWALS WITHOUT
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic/Cooling Water
$400
$250
1,001--10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
.$200
< or = 1,000 GPD and
Single Family Dwelling's
,' $240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
$400
0
Sewer Extensions
(delegated)
$200
0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

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